161 Bristol Forest Tr - BR18-004313 - SOLAR PANEL FOR POOLr(rv 93 - —13 ;L-9 eq-
CITY OF
fa '400. C m
k PERMIT APPLICATION
BUILDING DIVISION G ram'
Application No: 0 J
Documented Construction Value: $_ ,
Job Address: I C) l Q f S'W !For e S 4- T(-a ;1 S ,;17,! JL 3 L4)7 ( Historic District: es No
Parcel ID: Q ' : > `t03. -C CCO Cj4 Q Residential Commercial
Type of Work: New Addition 0 Alteration Repair Demo Change of Use Move
Description of Work: Z vt
Plan Review Contact Person: t .0 _.Q_ i 1 . ii Title: -e_'Yi H 1 rq
Phone:`ME21:_ Z 1 1 Fax: Email: LT
Property Owner Informatio
Name _ l S—Ao Phone: ?1l Street:
lam[ l ` -J`S 1 ' Resident of property?: ). be City,
State Zip: Contractor
Information Name
Phone: Fax:,
Street: S lS -G q„ r
City,
State Zip: Y ' y - State License No.: Cy..] (' Architect/
Engineer Information Name:
Street:
City,
St, Zip: Bonding
Company: Address:
Phone:
Fax:
E-
mail: Mortgage
Lender: Address:
WARNING
TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED
ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH
YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT Application
is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to
the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that
a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6`s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe found in the public
records of this county, and there may be additional permits required from other governmental entities such as water management districts, state
agencies, or federal agencies.
Acceptance ofpermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to
calculate a plan review charge and will be considered the estimated construction value of the job at the time ofsubmittal. The actual construction value
will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated
charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be
done in compliance with all applicable laws regulating construction and zoning.
10-17- 0018
Signature of Owner/Agent
r
Date Sign '%e of Contractor/Agent ( Date
Print Owner/Agent's Name Fri
oetS 17'l
Signature ofNotary -State of Florida Date Signature o
1414hatoo V. Areeneaux
NOTARY PUBLIC
STATE OF FLORIDA
C mm# GGO,98412
ge plr lally Known to Me or Contracto
Produced ID Type of ID Z r; ~S Lrcg-tw Produced ID
Nicholas E.
o1RRvgsso
aux
NOTARY PUBLIC
STATE OF FLORIDA
Name
da LIN YSA UGi3LINEVARk
W CO $$ION # FF 9M9
RES: May 29, 2020
ru Notary Public UW-W*ft r5
Type of ID
11 2 Comm# GG098412 BELOW IS FOR OFFICE USE ONLY49IExpires4/26/2021
Known to Me or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
Fire Alarm Permit: Yes []No
WASTE WATER:
FIRE: BUILDING: 5F to - 2-4 . t $
10/17/2018 SCPA Parcel View: 22-19-30-502-0000-0620
Rnwn, CNt
sec CDUNty. won
Legal Description
LOT 62--- — -- -------- ---- .
PRESERVE AT LAKE MONROE
PB 62 PGS 12 - 15
Taxes
Property Record Card
Parcel: 22-19-30-502-0000-0620
Property Address: 161 BRISTOL FOREST TRL SANFORD, FL 32771
Value Summary
2019 Working 2018 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 136,040 130,318
Depreciated EXFT Value 16,907 17,499
Land Value (Market) 36,100 36,100
Land Value Ag
Just/Market Value " 189,047 183,917
Portability Adj
Save Our Homes Adj 0 0
Amendment 1 Adj 0 0
P&G Adj - - 0 0 --
Assessed Value 189,047 183,917
Tax Amount without SOH: $3,451.00
2018 Tax Bill Amount $3,451.00
Tax Estimator
Save Our Homes Savings: $0.00
Does NOT INCLUDE Non Ad Valorem Assessments
Taxing Authority Assessment Value Exempt Values Taxable Value
County General Fund 189,047 0 189,047
Schools 189,047 0 189,047
City Sanford 189,047 0 189,047
SJWM(Saint Johns Water Management) 189,047 0 189,047
189,047CountyBonds189,047 0
Sales
Description Date Book Page Amount Qualified Vac/Imp
WARRANTY DEED 9/1/2018 i 09224 0857 241,300 Yes Improved
WARRANTY DEED 9/1/2016 l 08781 1 1208 100 No Improved
WARRANTY DEED 10/1/2014
1
08353 0867 190,000 Yes Improved
WARRANTY DEED 11/1/2003 05126 0264 147,500
1
Yes Improved
Find Comparable Sales
Land
Method Frontage Depth Units Units Price Land Value
LOT
10/17/2018 SCPA Parcel View: 22-19-30-502-0000-0620
Description Year Built Fixtures LBed Bath Base Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages
Actual/Effective
1-,`SINGLE 2003 6 I _ _ 1,552— 1,982 , 1,552 C87STU CO $136,040j-$143,578 Description, Area
FAMILY I f FINISH
I i 1 GARAGE 1400.00FINISHED
I j I I OPEN
PORCH 30.00
I I FINISHED
Permits i
Permit # Description Agency Amount CO Date Permit Date
02531 REROOF SHINGLES SANFORD 8,000 9/30/2014
02320 I INSTALLING SCREEN ENCLOSURE AROUND THE POOL & DECK i SANFORD 3,653 1 9/13/2011
02190 ' SWIMMING POOL SANFORD t - - 27,000 1 8/23/2011
03063 i POUR CONCRETE W/FOOTERS & GLASS ROOM TO REAR OF SFR rt SANFORD I $13,850 7/20/2006
i SANFORD 71,504 10/13/20031 5/1/200301822NEW -RESIDENTIAL I i
Permit data does not originate from the Seminole County Property Appraiser's once. For details or questions concerning a permit, please contact the building department ofthe tax district In which the property Is located.
Extra Features
Description Year Built Units Value New Cost
SCREEN ENCL 2 11/1/2011 1 3,668 5,000
POOL 1 11/1/2011 1 11,200 14,000
PATIO 1 1111 /2006 1 338 500
ALUM GLASS PORCH 11/1/2006 180 1,701 2,520
http://parceldetail.scpafl.org/ParcelDetailinfo.aspx?PID=22193050200000620 2/2
925 Sunshine Lane
Suite 1010 SA
Altamonte Springs, FL 32714 MUAeeR SEAdsdd , a
407-331-9077"^ supwriOna-01ar 407-331-0305 FAX A
info@superiorsolar.coma Lie *- CVC$6931 www.superiorsolor.com
c
SUPER
ggg SERVICE
i •wruo
MEMBER Previous AwardsGOBA®® 4W 2015, 2014, 2013,
a u c-' 2012,2011,2010,2007
NAME PHONE DATE
14t_ C' rl4tadj 757- a70 — a198 JMar'L. a3, Nt7
STREET ALTERNATE PHONE DESIRED INSTALLATION DATE
n1Ur is-4-o ( Fore-4 TgAii
CITY, STATE, ZIP CODE SOURCE ENERGY SPECIALIST
Sand FL 3d771 IZe.:ura( bod c 'czr+eav
SUBDIVISION E-MAILADDRESS GATE CODE
Qr=< SQ r v L r o aa r 5 N
ROOF DIAGRAM
POOL SOLAR TYPE EXISTING PLUMBING
ZQ AScWI or\ Lie1.Y 2" 2 o
r7 ST yPANELSIZESREQUIRED
4'x10'1/2
SOLAR CONTROL
MANUAL
AUTOMATION TYPE
JA_ 3 4' x 12 1/2 RAUTO
4' x i{g+ 09mip-
3 pp
L v I
PUMP UPGRADE
YES ®NO
PUMP SIZE
EXIST
PUMP TYPE
Cfn% J
ROOF
ASPHALT METAL
FLAT TILE FLAT ROOF PITCH
BARREL TILE ROLL DOWN
AGREED ESTIMATED POOL TEMP
U l Solaw' ea n
HOUSE CONFIGURATION
1 STORY 2 STORY 2 STORY TALL
DIRECTION AND LOCATION TO PANELS
r i v n.
way.
ONE x— DELUXE POOL BLANKET CUT TO FIT THE
SHAPE OF THE POOL DURING INSTALLATION.- r"
N
44
la Jew- "
L
1_ 1 .
1
A,*.4L_S LaDleo.r _..W.
L
a er,i,,4-f o r Peli ,col Pv5, MOvv 47'e
OS —i WQrL/V14NSh( Qrfa/. -LnCIhvnd-Q4r41 CovvneGFcZ 4 o
cJQ Q ACCEPTANCE: The
prices, specification & conditions are satisfactory and are hereby accepted TERMS: Deposit
Amount 00, Balance of d toile.led
depoSl -,a-_3aq 5t•= Balance due
upon completion In the form of cash /check / or credit unless otherwise specified. Buyer ac
owledges receipt of a y of the Statement of Policies, Terms and Conditions on the revers ide
or attac d, wh' a ncorporated as part of this Contract. Signature Date
Signature Date
titi a
i ;)38 t 7 Superior Solar
Authorized Signature Date System Cost:
C-'o
i-rol•C.-r . 13,300.
IMPORTANT NOTICE:
The buyer has the right to cancel
this transaction at any time prior to midnight of
the third business day after the date of this
contract. SS0217P
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst#2018120315 Book:9234 Page:1474; (1 PAGES) RCD: 10/18/2018 12:01:00 PM
REC FEE $10.00
CE%NFIED COPY GRAi' 7 10ALCY
o,.'
THIS INSTRUMENT PREPARED BY: r l, AND CL!^%'r ?rw e'. ,
Name: Superior Solar Systems, LLC L - I 5EMiidG i ` P,, LORIDA '.A
Address: 925 Sunshine Lane, Suite 1010, Altamonte( Springs, FL
32714 BY UTY CLERK
Oate
t ,
OTICE OF COMMENCEMENT
Pernit Number: i ^
Parcel ID Number:ar The
undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following
information is provided in this Notice of Commencement. 1. ,
DEs4CRIPTIO_N OF ESQP TY: (Legal descrip1top of 2.
GENERAL DESCRIPTION OF IMPROVEMENT: 1 r n$
i.1 5o(lir Cc -Of /IC ic/ ! yT -Erv) 3. OWNER
INFORMATION OR LESSEE INFORMATION IF THE LESSEE C RAACTED FOR PiE IMPROVqwkNT: Name and
address: Interest in
property: DL—N /1 Cc Fee Simple
Title Holder (if other than owner listed above) Name: Address: 4.
CONTRACTOR:
Name: Superior Solar Systems, LLC Phone Number: 407-331-9077 Address: 925
Sunshine Lane, Suite 1010, Altamonte Springs, FL 32714 5. SURETY (
if applicable, a copy of the payment bond is attached): Name: Address: Amount
of Bond: 6. LENDER:
Name: Phone Number: Address: 7.
Persons
within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(
1)(a)7., Florida Statutes. Name: Phone
Number. Address: 6.
In
addition, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713.13(1xb), Florida Statutes. Phone number: 9. Expiration
Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO
OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER
PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE
FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE
BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING
WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Azd at,—
M; tr J Signature of
Owner or Lessee, orOwners or Lessee's (Print Name and Provide Signator/s Title/Office) Authorized Of9cer/
Dlredor/Partner/Manager) State of
F- l°, t v a County of b The foregoing
instrumentwasacknowled ed before me this (-7 day of L 1'ti L20 ( S by ! ' , 1 G
6t E1 C r t 15 -- a h Who Is personally known to me OR Name of person
m kingstaternent who has produced
identification t-fipe of Identification produced: o A Nicholas
E. Arceneaux NOTARY PUBLIC STATE
OF FLORIDA
W " a Comm#
GG0911412 p4 9 W
Expires 4/26/2021 T=loir da
r t s Lf GaI- z ' nowy argnawre / '`
Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford,
Seminole County, Winter Springs
Date:
I hereby name and appoint:
an agent of:
Name of Company)
to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things
necessary to this appointment for (check only one option):
The specific permit and application for work located at:
Street Address)
Expiration Date for This Limited Power of Attorney:
License Holder
State License Number:
Signature of License H
STATE OF FL A
COUNTY OF . C
The fo going .nstrument was acknowledged before me this ay
200 , b} l who i , personally known
to me or who has produced as
identification and who did (did no,,.. oath.
Signature
Notary Seal) C---7 yay&
Print or type name
Notary Public - State of
Commission No.
My Commission E -01
Rev. 08.12)
i iwSAY GURINIA
MY (,COMMISSION # FF9E5049
ERPI=S: Vey 29, 20
Bonded ThN WtM Public Ur&WtOM
j
Google Earth
4
7
50 ft
3:11 1?•Ie,tiu:II *4fell SUPPLIER:
MODEL: Heflocol50 Hali000l
USA, Inc. THERMAL Unglazed Flat Plate 950
Sunshine Lane COLLECTOR Altamonte
Springs, FL 32714 USA TYPE: www.
heliocol.com CERTIFICATION #:
98002 Original
February 02, 2009 Certification:
Expiration
Date: February 02, 2029 This
solar collector was evaluated by the Florida Solar Energy Center (FSEC) in accordance with prescribed methods and was found to meet the minimum standards
established by FSEC. This evaluation was based on solar collector tests performed by an FSEC approved laboratory. The purpose of the tests is to verify
initial performance conditions and quality of construction only. The resulting certification is not a guarantee of long term performance or durability. This
collector has been rated for energy output on measured performance and an assumed standard day. Total solar energy available for the standard day is 5045
Watt-hour/m2 (1600 Btu/ft2) distributed over a 10 hour period. COLLECTOR
THERMAL PERFORMANCE RATING (Collector Tested per ASHRAE 96) IObwatl-
tours (tionnaQ Per ms Per Day Thousands of Btu Per fly Per Day Category
Inlet
Low
30'
C Intermediate
50'
C High
100'
C Category
Inlet
Low
86'
F Intermediate
122'
F High
212'
F ENERGY
OUTPUT
3.
0 1.1 0.0 ENERGY OUTPUT
1.
0 0.3 0.0 COLLECTOR
SPECIFICATIONS Gross
Area: 4.488 m' 48.30 it' Dry Weight 11 kg 24 lb Net
ApeRure Area: 4A81 mt 48.23 fit Fhild Cape*. 14.4 liter 3.8 gal Absorber
Area: 4.488 m' 48.30 it- Test Pressure: 1103 kPa 160 psi TECHNICAL
INFORMATION I Tested In accordance with: ASHRAE 96 Efficiency
Equation [NOTE: Based on gross area and (P)=Ti-Ta) SI
UNITS: Wind speed (u) < 1.5 m/s, Temperature (Ti — Ta) in 'C, Radiation (G) in W/m' rl=
0.837-18.440(P/G) - 50.690(P'/G) IP
UNITS: Wind speed (u) < 3 mph, Temperature (Ti — Ta) in `F, Radiation (G) in Btu/hr-fe r)=
0.837 - 3.250(P/G) - 4.959(P2/G) LAM
Coolfident Test
Fluid: Test
Mass Flow Rate: kg/(s rrr') Ib/(hr ftt) 1
tf• Technical
Director Print
Date: September, 2017 2014
University of Central Florida. FSEC/
UCF 1679 Clearlake Road o Cocoa, Florida 32922 0 (321) 638-1426 Fax (321) 638-1010 0 www.fsec.ucf.edu Page
1 of 1
SOLAR POOL HEATING ENGINEERED FOR UFE:
System Schematic
Panel Connectors
Panel Connectors
Feed
Line
Return
Line
Automatic
Control
Vacuum (
Optional)
Breakers
Ball 0 Ball
Valve Prll?' w Valve
Y, Auxiliarytiv- Heater
3-Way Valve (Optional)
Y4,
Check Valve
Filter
Pump
r- -- M- -I -r— D--I
HC-00811404
1014 UMA Solar
HELIOCOL
SOLAr4 Pool. HFATING. ENGINEEitM- FOR UFr.
The beauty of the 'gator clamp" installation method is its simplicity it can be used on just about any type of roof or rack
installation
Panel Header (Top) HC-110 Short AHigator Clamp.
HC-7 73G Gasket
HC- 113B Panel Clamp Bottom
HC-1 10 Long Alligator Clamp
Fig. 8.7
For rack systems, asphalt shingle roofs, or tile roofs follow these simple steps:
1. Snap a chalk line across the roof or rack where you want the top edge of the collectors to be located. The panels
should slope slightly down toward the feed end of the array for proper drainage.
2. Position the first gator clamp on the chalk line 6" from the top corner of the first panel. The first panel will be the one
that is connected to the feed line at the bottom header.
3. Subsequent gator clamps should be spaced out evenly along the chalk line every 24" Each gator clamp can belocatedanywherealongthetopheadertomatchuptothespacingoftheroofraftersaslongasthereisa2" space
between the edge of the gator clamp and the ribs on the panel header that exist every one foot. This allows
for horizontal expansion and contraction. For barrel the roofs, each gator clamp needs to be positioned so that it is
centered on the top ridge of a tile.
4. Since normal horizontal expansion and contraction of on array of panels takes place every day as panels heat upandcooldown, it is preferable to lock the center of each array in place so that the expansion and contraction takesplaceevenlytotheleftandrightofthiscenterpoint. The center panel of an array may be locked in place by locatingthegatorclampsonthatpaneladjacenttotheleftandrightofoneoftheheaderribs (see Fig. 8.3, page 75). Thesegotorsshouldbeattachedusing (2) lag bolts as opposed to (1). Do not use this procedure more than once on any
array of panels.
INSTALLATIONMANUAL HfLIO(OL®SOLAR POOL HEATER MOUNTIN6 THE SOLAR PANELS USING 6ATOR CLAMPS. - 74
02014 UMA Soiar
So"F; rICHN.HEATING. rNG)Nrr:Rr n for, l lrr.
5, Apply ample sealant to both the bottom and top of the lower hole on the bottom portion of the gator damp. (fig.
8.4-A). Position the bottom portion of the gator clamp perpendicular to the chalk line with the lower hole being
placed right on the chalk line. Lag the gator to the roof through the lower hole using a 318" x 4" S.S lag bolt. (Fig.
8.4-8). For barrel tile roofs, place (4) HC- I IOBTS barrel the spacers underneath each gator clamp by inserting the 4'
of the barrel tile spacer into the four corners of the bottom of the gator clamp. (Fig. 8.5).
6. The bottom of the gator is designed to grip the roof's surface to avoid rotation back and forth. However, if the roof
surface is particularly hard or slick, use on additional lag bolt in either the top or center hole.
7. To ensure proper spacing, hang the top headers of panels in the bottom portion of the gators attached to the roof
as you go. Once again, be sure gator clamps are at least 2" away from each ridge along the heading. (Fig. 8.4-D).
S. Once all gators are properly lagged to rack or roof surfaces, and all the collectors are hung in place, connect the top
headers of each collector using (113) panel clamps. Snap the top portion of each gator clamp over the panel header
onto the bottom portion ofeach gator clamp by pushing down firmly. (Fig. 8.4-C).
g, Install (2) SS Screws (#6x314) to secure gator top to gator bottom assembly.
10. Attach the bottom headers of the collectors with (113) panel clamps.
11. Locate and mount the gator clamps (Z each) along the bottom header, aligned with the upper header gators. The
bottom gator should be installed allowing a large gap on the to allow for contraction of the collectors.
12. Attach feed and return lines following Heliocol's published guidelines.
13. The corners of where the feed and the return are located should be fastened down by pipe straps that are also
supporting the pipe.
ALLIGATCIA CLAM'S
I7a support plun• bint I
INS TALIATION MANUAL HE110001® SOLAR P001 HEATER
NOTE: Typical residential mounting
plan shown. Foradditional mounting
trap options for commercial installations
rtrt,: a please refer to addendum provided
by manufacturer's engineering
deportment.
Fig. 8.3
MOUNTING THE SOLAR PANELS USING GATOR CLAMPS. - 15
02014 UMA Solar
SOLAR POOL, HEATING. ENGINEERED VOR L1EE-
A B C D
Fig. 8.4
NOTE: *Additional gator clamps are required for surfaces with a pitch of 10112 or greater.
NOTE: To allow for vertical expansion and contraction, any gators installed on the bottom header must be positioned
so that the header is in the middle of the cradle. (Fig. 8.6).
I
INSTALLATION MANUAL HELIOCOL®SOLAR POOL HEATER
02014 UMA Solar
Fig. 8.6
MOUNTING THE SOLAR PANELS USING GATOR CLAMPS. - 16
HELIOCOL COLLECTOR GENERAL NOTES:
1. APPLICABLE CODE: 2017 FLORIDA RESIDENTIAL CODE (6TH EDITION) & ASCE-7-10 MINIMUM DESIGN
LOADS FOR BUILDING AND OTHER STRUCTURES.
2. BOLT DIAMETER AND EMBEDMENT LENGTHS ARE DESIGNED PER 2017 FLORIDA BUILDING CODE
6TH EDITION) REQUIREMENTS. ALL BOLT CAPACITIES ARE BASED ON A SOUTHERN YELLOW PINE
SYP) RESIDENTIAL WOOD ROOF TRUSS AS EMBEDMENT MATERIAL.
3. ALL WIND DESIGN CRITERIA AND PARAMETERS ARE FOR HIP AND GABLE RESIDENTIAL ROOFS,
CONSIDERING FROM A 7° TO A MAXIMUM 27 ° (2/12 TO A MAXIMUM 6/12 PITCH) ROOF IN SCHEDULE.
ALL RESIDENTIAL ROOFS SHALL NOT TO EXCEED 30'-0" MEAN ROOF HEIGHT.
4. WIND TUNNEL TEST DATA FOR THIS COLLECTOR MAY BE REQUESTED THROUGH UMA SOLAR, INC.
AND HAS BEEN COMPILED BY PRI CONSTRUCTION AND MATERIAL TESTING, INC.
5. ROOF SEALANTS SHALL CONFORM TO ASTM C920 AND ASTM 6511, AND IS THE RESPONSIBILITY
OF THE CONTRACTOR TO PILOT FILL ALL HOLES.
6. THIS SHEET REFLECTS STRUCTURAL CONNECTIONS ONLY. REFER TO HELIOCOL INSTALLATION
MANUAL FOR ALL ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SOLAR SPECS.
7. LAG BOLTS SHALL BE ASTM A276 TYPE 304 STAINLESS STEEL UNLESS OTHERWISE NOTED.
8. ALL HELIOCOL COLLECTOR MODELS MAY BE INSTALLED PER THIS STRUCTURAL CONNECTION DRAWING.
9. PVC PIPE RISER/SPACER IS REQUIRED FOR PIPE CLAMPS WHERE PIPE ELEVATION VARIES.
10. CONTRACTOR SHALL ENSURE ALL ROOF PENETRATIONS TO BE INSTALLED AND SEALED PER 2017
ULTIMATE Vase WIND Vasa WIND Va e WIND QUANTITY OF LAG EMBEDMENT
WIND SPEED PRESSURES PRESSURES PRESSURES BOLTS- CLAMPS DEPTH REQ.
Vwl (MPH) ZONE 1 (PSF) ZONE 2 (PSF) ZONE 3* (PSF) PER COLLECTOR
140 17.2 , -27.9 17.2 , -48.6 17.2 , -71.8* (4) q' DIA. - (4) CLAMPS 2" * **
PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD AND AWAY FROM SURFACES,
RESPECTIVELY.
SCHEDULE REFLECTS COMPONENTS AND CLADDING (C&C) NOMINAL WIND SPEED PRESSURES WITH
EXPOSURE "C", RISK CATEGORY II, ENCLOSED BUILDING AND h < 60'-0" PER ASCE 7-10 "MINIMUM
DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES" AND 2017 FLORIDA BUILDING CODE.
EFFECTIVE DESIGN WIND AREA IS 12.5 SF PER COLLECTOR FOR HC-50.
MINIMUM Vase WIND PRESSURE SHALL BE 16.0 PSF AND -16.0 PSF PER ASCE 7-10 SECTION 30.2.2.
IF COLLECTOR IS LOCATED IN WIND ZONE 3, 3" EMBEDMENT MiTIS,REQUIRED 7 1,
LAG BOLT DEPTH REQUIRED IN WOOD MEMBER SHALL EXCLUDE ANY ROOF DECKING THICKNESS '
o
HIP END
BUILDING ROOF
WIND AREA 0 / ZONES /
f
2
I
i iri 1-1 — e,nr ll T AI I Irl Tnf ni /-I AAAn n=En 7n C/`Urni II E
END CAP
TYPICAL MULTIPLE COLLECTOR ARRAY PLAN
SCALE: a"=1' 0"
HELIOCOL SHORT CLAMP 2'-0"
O.C. TYP.
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
3 .rHELIOCQLLONG
1-1 CLAMP 2' D.C.
4- b".TY . 'TYP
2) #6 HEX
SCREWS - 4"
1 2 LENGTH TYP
PER HELIOCOL
CLAMP
HG2 HG2
TYPICAL COLLECTOR PITCHED ROOF
LAYOUT -WIND ZONES -SCHEDULE -PLANS
HELIOCOL SHORT CLAMP
T-0" O.C. TYP,
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG CLAMP
2'-0" O.C. TYP.
2) #6 HEX SCREWS
4" LENGTH TYP PER
HELIOCOL CLAMP
CUT OUT OR REMOVE TILE TO INSTALL "LIFT KIT"
ASSEMBLY. RE -INSTALL, RE -FILL AND RE -SEAL TILES
AFFECTED WITH APPROVED ROOF MATERIALS
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT
DEPTH LABELED "X" IN THIS DETAIL
2) #6 HEX SCREWS - 4"
END CAP LENGTH TYP PER CLAMP
UMA SOLAR" LIFT KIT TYP PER CLAMP
HELIOCOL SHORT CLAMP 2'-0"
LIOCOL O.C. TYP.
LLECTOR HELIOCOL PANEL
P RISER SYSTEM TYP.
HELIOCOL - ==
LONG CLAMP
2'-0" O.C.
TYP. WOOD
SHEATHING
FLAT OR
BARREL
LIOCOL TILE TYP.
AMPS (2
NIMUM) 4' DIA. STEEL LAG BOLT - SEE
fp #2 S.Y.P. WOOD SCHEDULE FOR EMBED. DEPTH
ROOF TRUSS TYP. REQ, TYP. EACH CLAMP
OPTIONAL FLAT TILE - BARREL TILE
2 ROOF CLAMP TOP CONNECTION DETAIL 3
SCALE: 1"=V-0" HC-2
WOOD ROOF
ROOF ASPHALT OR TRUSS TYP.
METAL SHINGLES ROOF ASPHALT OR
TYP. METAL SHINGLES TYP
WOOD SHEATHING TYP
WOOD ROOF TRUSS TYP. WOOD SHEATHING TYP 4" DIA. STEEL LAG
4" DIA. STEEL LAG S.Y.P. 2X4 LOCATE BETWEEN BOLT - SEE SCH.
BOLT - SEE SCHEDULE TRUSSES AND NAIL WITH FOR EMBED. DEPTH
FOR EMBED. DEPTH REQ. 2-16D NAIL PATTERN AT EACH REQ. TYP. EACH
TYP. EACH CLAMP END TO WOOD TRUSS CLAMP
REFER TO SCHEDULE FOR REQUIRED EMBEDMENT I REFER TO SCHEDULE FOR REQUIRED EMBEDMENTIDEPTHLABELED "X" IN THIS DETAIL DEPTH LABELED "X" IN THIS DETAIL
TYP TOP - BOTTOM ASPHALT - METAL OPTIONAL WOOD SPANNER OPTION
SHINGLE CONNECTION DETAIL 4 CONNECTION DETAIL rs
SCALE: 1"=V-0" HC_2 SCALE: 1"=V-0" HC-2
HELIOCOL SHORT CLAMP
2'-0" O.C. TYP.
HELIOCOL COLLECTOR
RISER SYSTEM TYP.
HELIOCOL LONG CLAMP
2'-0" O.C. TYP.
2) #6 HEX SCREWS
4" LENGTH TYP PER
HELIOCOL CLAMP
WOOD SHEATHING TYP
WOOD ROOF
TRUSS TYP.
ROOF ASPHALT OR
METAL SHINGLES TYP
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OPTIONAL ALL THREAD CONNECTION -e
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SCALE: 1"=V-0"
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SEP 2 7 2018
RECORD COPY
REVIEWED POR CODE COMPLIANCE
PLANS EXAMINEft
DATE
SANFORD BUDDING DIVISION
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICENSE TO PROCEED WITH THE WORK AND NOT AS
AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET
ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL
CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING A CORRECTION OF ERRORS IN PLANS,
CONSTRUCTION OR VIOLA OF THIS CODE
USANFORD
ILD
18-4313
18-4311
REQUMEND INSPECTI,
ING PERM T.
Immeefloni Dem2ei—ORI.
Footer / Sgfbaolc
Rernwall
Foundation' / Form Board --'Survey
Slab-/*Mon'o Slab-Pkepour
Lintel / Ti4 Beam / Fill Down Ceff
Sheathing ; Walls-
S-I,-,L Roof
1 Roof Dry In
Frame
Insulation Rough In-
Firewall Screw Pattern
brywall / Sheetrock
Lath inspec,tion
Final Solar
Final Roof
Final Stuccp'. /,Siding
Insulation R-nal
Final Utiliiy Building -
Final Door
Final. window'
Final Screen.Room-
Final.. Pool Spreen Enclosure.
Mobile Home Building Final
Pre -Demo
Final Demo.
FIhalSingle iF-kini-Vi R-esfdence,
Final. Building (Other)
J,
Addres's:
LLNII-W
Fw—n--Tmam I lns2 cflolm,Descidoflon
Mectdc Underground
Footei /* Slab Steel Bond
Electrfe Rough
T.U.Q.
Pre -Power Final
I Electric Final
R
Mar.
L-IME -!-
I lnspe fion DescrAption
Plumbing Underground
Plumbing Sewer..
I'Plumbing Tub- Set
Plumbing Final
MIS Et
Bun Max Insleecoom DeSCHR on
Mechanical Rough
Mechanical. Final
NN
X;
fiction. Des-erkdom
Gas Underground
Gas Rough
Gas. Final
REVISED.,June 2014